Ram Structural System & Combined Footings

I am currently designing a building using Ram Structural System with ASD load combinations for the steel design and LRFD for the concrete footing design.  I have a few pairs of steel columns that are very close to each other and each pair will share a common footing.  Should I use a RSS continuous strip footing to design a footing for each pair of columns? And if I do this, what kind of design will I get?

Or should I try an ISM import into Ram Elements to get the column loads and use the Combined Footing module?  Will all of the column loads be imported if I run through a gravity load analysis in Ram Steel Column or Ram Foundation?  If I have Lateral Frame Columns, will Frame analysis loads be imported?

Or should I bypass ISM and import the model directly into Ram Elements?   Will all of the column loads be imported if I run through a gravity load analysis in Ram Steel Column or Ram Foundation?  If I have Lateral Frame Columns, will Frame analysis loads be imported?

Would I be better off by taking the column loads manually from the RSS Steel Column analysis and inputting these directly to the Ram Elements Footing stand-alone module?  For the lateral columns, I would have  to find these load case reactions (somewhere???) and do the same thing.

Or do you have a better suggestion?  I would like a simple workflow for these options.

Will the imported column loads come across as ASD load case reactions or as load combination reactions?